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A platform for research: civil engineering, architecture and urbanism
Connecting joint of steel plate composite shear wall and floor slab
The invention discloses a steel plate composite shear wall and floor slab connecting node which comprises a shear wall section, a floor slab section and a connecting assembly, the shear wall section comprises an inner steel plate, the floor slab section comprises a rubber band, the rubber band comprises a longitudinal bar set, the connecting assembly is connected with the inner steel plate and the floor slab section, and the connecting assembly comprises a connecting body and a fastening assembly. The connecting body comprises a back plate and a plurality of horizontal plates, the back plate is perpendicular to and fixedly connected with the horizontal plates, the horizontal plates are arranged at intervals in the vertical direction, the back plate is fixedly connected with the inner steel plate through a fastening assembly, and the longitudinal rib set is perpendicular to the back plate and fixedly connected with the horizontal plates; the fastening assembly has a first yield load, the longitudinal bar set has a second yield load, and the first yield load is larger than the second yield load.
本发明公开了一种钢板组合剪力墙与楼板的连接节点，包括剪力墙段、楼板段和连接组件，剪力墙段包括内钢板，楼板段包括皮筋，皮筋包括纵筋组，连接组件连接内钢板与楼板段，连接组件包括连接本体和紧固组件，连接本体包括背板和多个水平板，背板与水平板垂直且固定连接，多个水平板在竖直方向上间隔设置，背板与内钢板通过紧固组件固定连接，纵筋组垂直于背板且纵筋组与水平板固定连接；紧固组件具有第一屈服载荷，纵筋组具有第二屈服载荷，第一屈服载荷大于第二屈服载荷。
Connecting joint of steel plate composite shear wall and floor slab
The invention discloses a steel plate composite shear wall and floor slab connecting node which comprises a shear wall section, a floor slab section and a connecting assembly, the shear wall section comprises an inner steel plate, the floor slab section comprises a rubber band, the rubber band comprises a longitudinal bar set, the connecting assembly is connected with the inner steel plate and the floor slab section, and the connecting assembly comprises a connecting body and a fastening assembly. The connecting body comprises a back plate and a plurality of horizontal plates, the back plate is perpendicular to and fixedly connected with the horizontal plates, the horizontal plates are arranged at intervals in the vertical direction, the back plate is fixedly connected with the inner steel plate through a fastening assembly, and the longitudinal rib set is perpendicular to the back plate and fixedly connected with the horizontal plates; the fastening assembly has a first yield load, the longitudinal bar set has a second yield load, and the first yield load is larger than the second yield load.
本发明公开了一种钢板组合剪力墙与楼板的连接节点，包括剪力墙段、楼板段和连接组件，剪力墙段包括内钢板，楼板段包括皮筋，皮筋包括纵筋组，连接组件连接内钢板与楼板段，连接组件包括连接本体和紧固组件，连接本体包括背板和多个水平板，背板与水平板垂直且固定连接，多个水平板在竖直方向上间隔设置，背板与内钢板通过紧固组件固定连接，纵筋组垂直于背板且纵筋组与水平板固定连接；紧固组件具有第一屈服载荷，纵筋组具有第二屈服载荷，第一屈服载荷大于第二屈服载荷。
Connecting joint of steel plate composite shear wall and floor slab
一种钢板组合剪力墙与楼板的连接节点
YU YUE (author) / SUI CHUNGUANG (author) / GAO AIPING (author) / LIU YULIN (author) / CAI LIJIAN (author) / LI YUMIN (author) / MENG JIAN (author) / WANG PENG (author) / LEI YONGWANG (author) / JANG KYUNG-SOON (author)
2023-11-14
Patent
Electronic Resource
Chinese
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